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__
<br /> � i SW1/4, NW1 /4, SEC 29, TWN 29 N, RNG 5 E, WM, EVERETT WA
<br /> WIDTH&SLOPE
<br /> � � �; ��. � � � ��� -�--- PER PLAN � W
<br /> W
<br /> , PROPOSED -�, ' ASPHALT PVM'T , � W
<br /> ' ' SCREENED EX SSMH W
<br /> M � DUMPSTER RE=132.09 �
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<br /> � � ��� �r � BOTH SIT S) �� � �� FG 1'34.5 �,��� IE=115.49 /4 � �
<br /> � ., � FG 134.5_ ,' , I _ -- - _ _ _ , cV r
<br /> � �' + \ ., L,/ W W
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<br /> � N � � SAWCUT&-�. _ F 134.5 � � �� �h� Z Z
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<br /> � � - � � MATCH TO � _ '--� OO
<br /> � . �� � . ' SCALE: 1" = 10' O O
<br /> � � Ex PVM�r 9,. Ex cB � � PAVEMENT & SUBGRADE: N �'
<br /> � �� � �,�5• � SS SS�:� SS 0 5' 10' 20' W W �
<br /> i j 1 I �i Uq 3-IN COMPACTED DEPTH HMA/CLASS B ASPHALT. � �
<br /> �,� � . 28: 7' . �. t� r�
<br /> � r ' � FG 135,7 4; �-� ` � 4-IN COMPACTED DEPTH CRUSHED SURFACING TOP ` �
<br /> �� � . .
<br /> B
<br /> � i --=� ' ; N I � i � +-----� � .�� ` � O CQURSE.COMPACTION SHALL BE 95%MPD. � r
<br /> � ; � , , , : FG 134.� �� o� � -,
<br /> � � � � �
<br /> � � ' �� � I , �� '� � � ' '� ���I � � .: � I C FILL COURSE IF REQUIRED SHALL BE RAVEL B RR W � M
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<br /> �
<br /> � � � ' � I �' I ' A � -"r �.: .: NATIVE SUBGRADE SHALL BE COMPACTED TO 95°/a PER
<br /> �, � . , . . ' ! ., . ' . , � ' �'�' .' � . . '
<br /> �
<br /> Q I � PRaPOSED �_ " ',FG 1345 �: � . '` �. MODIFIED PROCTOR METHOD PER ASTM D1557 AND IN REVISIONS
<br /> , i ; � P R O P O S E D 3'8", PROPOSED 3 � j � I ' 14'WIDE % T E X 6'H I G H �!,�,; ', � .;' � COMPLIANCE WITH PAGE 9-24 OF THE 2016 WSDOT .
<br /> � R I S E R S w/3 4 V E H I C U L A R �, . : �a, S T A N D A R D S P E C I F I C A T I O N S M A N U A L 9-0 3.1 4(1).
<br /> � � ACCESS WALK '\ HANDRAIL o , 119.87(R}''---_ FENCE tl.� � . ,-�- SET IRON � r
<br /> � � � ( ° I � HIGH ALUM � , � � ACCESS; ' I ; PW WITH � � ti � t�
<br /> WIDE CONC
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<br /> , , a � , ; i N 8 9 43 19 W 1 1 9.8 5 3 6 1 W E G_1 3 5 8 I .� ... . , .. C A P NO'D � � 0� � N
<br /> , �. 1 O � , � ` � - . ' 22969 200,� DRIVE ISLE ACCESS W �n r; �
<br /> J � 1 - MATCH EX �
<br /> / � • .�--�.__ �_ ��: - - - �----- - _ _ -- -_--- ' �, : GA ; EAST ON (�J O tn � �A
<br /> -�- 2,.��� � , _-- -- - _ __ :_ _ _ _ - _ � �- �ti i_--- -- _- - ,yx. u _ 2 ; 11 . LINE A PAVEMENT SECTION � ,� �
<br /> '� i i '____G_ 142.84 ` �__ . - __ -
<br /> , , - � �� � �
<br /> . o : _ FG 143,64 , , ' o � . . , , � � � - - , M TW 138,3 :F 13 FG 137.0 � �� - ___ _ S MAIN N.T.S. Z W �^�
<br /> i .� FG 14i.�3. �FC-1�9.5 � � � �� � � ` IE � � �
<br /> I , , _ 7.0 k ,, HPI BRK 7_�fo�•- SLP 7.0% � _� . N; �� _ STOR 6.82� (CTR CALC D) O � O
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<br /> . �
<br /> ' rw i�a.a rw�aa.a� ___ ____ __ __ - - --___- - 3Q 8 >, � pROPs�HiGH _., � REFERENCE NOTES: .. ..
<br /> , ,
<br /> _ ..
<br /> ( ' � a, i � _ _ _ _ _- �o�' TW 139•0%' �;�--�- �„���� FG 136_13 WOOD FENCE ' . . , W �
<br /> _ E"
<br /> � o� � I � � � ,% � �'' 3.6% I y� . � �
<br /> ' � � i � � , � �;�, - `,_PAVERS __.�� FG 136,3 � P 1O CB 1,TYPE 1 L RE=235.80,IE=231.00(8"OU�PER STD DWG 403 AND
<br /> cn z � _- __ _ _ , � ;'; - ; . ! r �-�•-� � I A � „FLOATABLE MATERIAL SEPARATOR&GAS TRAP"PER STD DWG 413, LL
<br /> x' oC w - ' �,.'FG 136.8 1p y �
<br /> ; . . � � '
<br /> � �� -�� � "-'� w ' U � � �:, , ,- � i,,. -� ,�� ;� � �t ���� � �� ��-� -��� _ �� � . . ALSO SEE 402&409.
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<br /> � , ,�p��1' Z i Q o ; LANDSCAP ' , ° , �� ',� :�,' UNIT 1 ';, I j�' � u�i : . � �::� 2 34�,.,$��QJ PVC SD w/CONNECTION TO 8"QJ PVC SS MAIN �
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<br /> ( p , a. i x I _ RETAINING 3 _ ?`; ,,, � I �` �G 13�.1 ____ G 3 93 Ffs 137.8k; a g '�. - �, .� 3� 6�J PVC SD @ 2.00%(M '�r I
<br /> , LEVEL 2 FF 147.66
<br /> � 2 RISERS � c� oo. . � I��
<br /> c� x r w � WALL .__,, x t�VEL 3 FF 158.00 , , ; . _ _ 1 ; E l FG�37.97 � o :�„ _o:
<br /> �;__ _ '. f FG 137.75 . � � o ':.: � , ,u3; O4 ROOF DRAIN DOWNSPOUT CONNECTION wICO. KEEP FOOTING '`�
<br /> � w ; _ �COVERED �i_ ' ' � _ � FG 137A �; _ __ ,____ CONERED� x: � .� �x,, DRAINS SEPARATE. N
<br /> w u'S T1N 144.4
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<br /> �� � i MATCH_ � � � =�� � PO�iGH ' ' , � : , ,, ; , ,� �_� � 3 1` � ' � � � PORCH � �� �, w - � . ,� o
<br /> �
<br /> �
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<br /> � I �-' LANDSG�kPE � � �- a5 FLOW LINE ALLEY PAVEMENT SECTION � r'
<br /> �( , EXIST, � - GONC (2nd LEVEL) - � INSTALL EXTRUDED CONCRETE CURB PER C 0 E STD DWG 311
<br /> , � _ ;
<br /> __ I
<br /> �
<br /> C5 � WALK - �G 147:33 � �' O �, ' .` BLOCK _ �'6, Q6 . . , . �
<br /> u, ' i �S RISER _- 4_. � '';' ' '-' , " RETAWIN�a o
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<br /> �.-.z, � , . �;'i, � ; , �WAtC � � � �
<br /> � � �� 1�� �7 INSTALL DUMPSTER PAD wI2.0/a AXIMUM SLOPE ON PAVED � ti
<br /> ,, , . .. .
<br /> o� ' o INSTALL 3 NEW - - ,_ _ ,e ' �- '�, B 1Q {�' :� � '. ' ` � FINISHED SURFACE. SEE C.O.E.STANDARD DRAWING. � (n �
<br /> FGai47.63
<br /> � COVERED MB's i o �FG 144.0� '� - � � , ;�� I�
<br /> � o � � ; , , � � � � ��' � � � � � _ � �
<br /> PNR COE STD ' 4 FG 141.87 ° � � ' � � .
<br /> T � � � ❑ � C5 �i I - O$ CB 2 TYPE 1 RE=234.40,IE=232.40(8"OU�PER STD DWG 402& � �,j
<br /> ' � - , ..
<br /> . �, � / � FG 137.9 FG 137.8,� ' w �' �.�. � ,
<br /> � g G 3 8 ; TW_144,4� UN�T 2 PAVERS�� O UN�T 3 r a, W •. 409. � Q
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<br /> T TW 138.0 , � J (
<br /> , � . ,TW 147.8 � (�'py � � - ----� I� - �Z �
<br /> r � LEVEL 1 FF 138.00 � LEVEL 1 FF 138.00 �-- :� ": . � ,� o ,
<br /> �� � � �' ' ' �, � I �FG 137,75. � � 10�8 0 PVG SD @ 2.00%(MIN) � W
<br /> �, � i • . � � LEVEL 2 FF 147.66 ; ; � � �� - LEVEL 2 FF 148,16 � � o � I�j �
<br /> ����' � � �� LANDSCAP � � � � �' �� � LEVEL 3 FF 158.00 ' '�' ;',,' ���` �� ��� ' � , � z
<br /> W �� � ��� �� � �� BLOCK ` � � � ,�', ,"�;�,-' � �: , �', '� . � 10 g��0 PERFORATED DRAIN PIPE @ 1.00%(MIN) Q ,� m
<br /> � � � � � � � �� ; j ::. .. .. 1
<br /> � RETAINING � % I %;� , , ;� � �
<br /> � � '�� ' � � WALL ��i � � � � � � �� �� I � � � �� � ;��!' _ ; ', � � �.�. 11 STORM WATER CO SET IN R/W AT P{L, SEE C.O.E.STANDARD 602. Q
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<br /> W I i ', ` _---_ __ -- 1W 141,0 FG 137.75 ��' FG 137,75 : ' ,, � ., ,_ 128 � �� ;. N =
<br /> I � ; TW 144.4 TW 144,4 -.. -- ---- --- -.---- -4- � FG 137,7 --- - -- __. _.__-_ .__ PROPOS 4 HIGH �_,, : , : ; LU 12 VERI�`(EX CB HAS A FLOATABLE MATERIAL SEPARATOR&GAS Y
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<br /> �
<br /> W00 FENCE
<br /> Q � � i �� ����� ���� ,, ,;; .,,, ,,�; � - ;,-,�:, , ��� ; -�� �-� - ��, ��- � � - �� ` � _ Ej(�VJ 13�40 � .� � : I TRAP"PER COE 9TD 413. IF NO 9EPERATOR I�FOUND,INSTAtL � Q
<br /> � � � � � TW 144.4 �Q�' �� � , � �` � TW 139,0 � � ��X B�1282. .. ,� ,� �
<br /> � � � - / 3.
<br /> • • • � ____,�,/ _ _ . --- - ,��� � ,��� ; FLOATABLE MATERIAL SEPARATOR&GAS TRAP PER COE STD 41 � 0
<br /> W � 21. 7' ' � _ _ _ _ �
<br /> -- -- � . .
<br /> g _ _ _ _- _ _-- : : . _ ___
<br /> Y � � - -- - - -- LACE EX CB WITH TYPE 1 L AS NECESSARY PER STD
<br /> Q i � 7,99 � � 1 .��.. .�..�� �,. � �� - - .�� - � �..� - - �..� .� � �� � ... ..��: � - DETAIL 403.
<br /> , , � _N 89°43'10"W � � 119.85' EX IRON REMOVE/REP
<br /> . --
<br /> . _ -- - 44 � ^ 119.87'P �
<br /> _ ,
<br /> _ _ _ _. �� ' . �. . : PIN WITH �1� L
<br /> � � � � � �� �
<br /> 1 N � � _-
<br /> i o , _
<br /> �,
<br /> i ' - EX CONC WALK ` - -' - �_ _ - ��X E`HfGH ILLEGIBLE I O SANITARY SEWER CO PER SHEET C6
<br /> I W�lLL � .. : CAP
<br /> �,�U � t�'��`�1
<br /> i I LANDSCAPE BLOCK- `r' �P a\�.
<br /> �, � 13 � �
<br /> I N � . , I
<br /> , EX CONC _ . - ,,''
<br /> � STEPPED BLOCK STEPPED
<br /> � � � ! � � �°' �� wa��w� RETAiNiNG wA��w� � � �� C.�.E. STANDARD DRAWING REFERENCES: �, t261 �
<br /> �, ,�p�� i " � � C/L FENCE 36 GUARDRAIL/ �X CONC DN� ��� 1. FOR ROAD SECTION SPECIFICATIONS SEE STD DWG 302. �`i>�` ��T��i���-��'�
<br /> � �� FENCE , �'� T �.ai. ���v
<br /> i ON TOP 2. FOR CONCRETE VERTICAL CURB,SEE STD DWG 312. ���
<br /> EX CB�Q
<br /> � i �) . y� 3. FOR EXTRUDED CONCRETE CURB,SEE STD DWG 311.
<br /> � �� O
<br /> �D
<br /> � 15 017
<br /> /
<br /> I /2
<br /> 4. F R I
<br /> ( � RETE S DEWALK DETAILS,SEE STD WG 312.
<br /> ,
<br /> I APPROX.LOCATION OVERHEAD POWER LINES ' '
<br /> � :� � , '.::. ... ' ... . E 1'CATCH BASIN,SEE STD DWG 402.
<br /> . ` �� 5 FOR TYP
<br /> . �
<br /> . _ � ; : ac
<br /> a� _ - . - , � .:, � . . . : 6. FOR HERRING BONE GRATE,SEE STD DWG 409. �
<br /> WM ' 7. FOR SOLID LOCKING LID SEE STD DWG 410. �
<br /> � WM . � 8. FOR TYPICAL TRENCH SECTION,SEE STD DWG 614&615.
<br /> � - - 23, 7'' . �.�,,, Z
<br /> I � ( ` 9. FOR'TYPE 1 L'CATCH BASIN,SEE STD DWG 403 � �
<br /> - ' EX SSMH I 10. FOR'FLOATABLE MATERIAL SEPARATOR&GAS TRAP', � (� Z
<br /> � ' ; - _L� � RE=124.66 SEE STD DWG 413. � = z' 'Q a
<br /> i
<br /> i WM IE=118.76 � li Q W
<br /> ; z � °-
<br /> li G R A D I N G Q U A N T I T I E S: a W = Z Q
<br /> � , - - CUT: 600 CY's � Q m � Z
<br /> `� � � ' ,'� ' FILL: 85 CY's � � �
<br /> �� - �
<br /> � � I �', I 8. ALL CATCH BASINS SHALL BE TYPE A PER C.O.E.STANDARD DWG 402,EXCEPT AS NOTE:GRADING QUANTITIES GENERATED USING CIVIL 3D W W W = �
<br /> S T O R M D R A I N A G E N O T E S B E N C H M A R K S O F T W A R E T O C O M P A R E T R I A N G U L A T E D I R R E G U L A R N E T W O R K S
<br /> ' ' CITY OF EVERETT REQUIRED NOTES FOR STORM DRAtNAGE PLANS: OTHERWISE NOTED. CITY OF EVERETT CONTROL STAT►ON INCA 7.2"BRASS DISK STAMPED (TINS).A PORTION OF EXCESS CUT MATERIAL WlLL BE SPREAD ON � a Z � �
<br /> � � ' S I T E.E X P O R T I S E X P E C T E D A N D S H A L L B E T R A N S P O R T E D T O A Z O �C( (/) O�
<br /> � , i 1. N O P A R T O F T H E D R A I N A G E S Y S T E M S H A L L B E C O V E R E D,C O N C E A L E D O R P U T I N T O U S E g. ALL CATCH BASINS WITH A DEPTH OVER 5.0 FEET TO THE FLOW LINE SHALL BE A TYPE II CB INCA 7LOCATED ON THE EAST SIDE OF TRAFFIC ISLAND AT THE �t
<br /> _ U N T I L I T H A S B E E N I N S P E C T E D,7 E S T E D,A N D A C C E P T E D B Y T H E C I T Y O F E V E R E T T. OR LARGER(MANHOLE). S U I T A B L E D U M P S I T E. � Z �
<br /> I NT E R S E C TI ON O F 33 R D STRE ET AND LOMBARD AVENUE �j J
<br /> � � ' � M O
<br /> � I i 1 O. T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R A D J U S T I N G A L L M A N H O L E I N L E T A N D ELEVATION : 115.80 VOLUMES ARE FOR PERMIT ONLY. CONTRACTOR SHALL PROVIDE � Z
<br /> 2. A L L W O R K A N D M A T E R I A L S H A L L C O N F O R M T O T H E C I T Y O F E V E R E T T S T A N D A R D S A N D r . . �
<br /> � i
<br /> I STANDARD SP E CIFI CAT I O N S OF W SD OT/APWA. C A T C H B A S I N F R A M E S A N D G R A T E S T O G R A D E J U S T P R I O R T O P O U R I N G C U R B S A N D DATUM:NAVD 88 INDEPENDENT TAKEOFF FOR BIDDING. Q M � W Q
<br /> _ � � � PAVING. TBM:TOP OF IRON PIPE MONUMENT IN CASE AT THE INTERSECTION OF
<br /> � ; �� 3 R E C O R D S A N D R E S O W N�F O R C O N E N E I N C E T H E C O N T R A C O T O R I S H A L L R B E A V A I I A B L E 33RD STREET AND OAKES AVENUE(14'NORTH&21.97 FEET) S O I L S N O T E � O ~ �
<br /> 11. CATCH BASIN FRAME AND GRATE SHALL BE OLYMPIC FOUNDRY MODEL 5435,LOCKING ELEVATION . 148.14 � �
<br /> � � , , RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TQ AVOID DAMAGE TO ANY TYPE OR EQUAL.STANDARD GRATES SHALL BE USED UNLESS SPECIFIED OTHERWISE. W
<br /> a � I w '
<br /> ADDITIONAL UTILITIES SHOWN.IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING THE SOILS FOR THIS SITE ARE VASHON TILL,OR HARDPAN. SEE i
<br /> � '�`�� � ' CONSTRUCTION,THE CONTRACTOR SHALL NOT►FY THE PUBLIC WORKS INSPECTOR AND 12. UNLESS OTHERWISE NOTED,ALL STORM SEWER PIPE SHALL BE CORRUGATED GEOTECHNICAL REPORT PROVIDED BY GEOTEST SERVICES,WC. '
<br /> � � � AND DATED 12 9 2016 FOR SPECIFICS C NCERNIN PR P ED
<br /> ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO POLYETHYLENE PIPE:THE MATERIAL SUPPLIED UNDER THIS SPECIFICATION SHALL BE UTILITY NOTE � � 0 G 0 OS a
<br /> � � I g � . COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. HIGH-DENSITY CORRUGATED POLYETHYLENE SMOOTH INTERIOR PIPE AND SHALL BE EARTHWORK AND FOUNDATION PREPARATIONS FOR THIS PROJECT. O
<br /> _ w
<br /> �
<br /> � m ( z MANUFACTURED IN CONFORMITY WITH THE LATEST AASHTO SPECIFICATIONS OR M 294 THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS PR����
<br /> � o I 4. ALL STORM SYSTEMS WITHW THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE TYPE S AND THE MATERIAL COMPOUND SHALL CONFORM TO AASHTO M 294.COUPLERS APPROXIMATE ONLY. TNIS SURVEY DOES NQT PURPORT TO SHOW THE (�� �� DRAWN BY: GTR
<br /> � � , STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. SHALL COVER NOT LESS THAN ONE FULL CORRUGATION ON EACH ANNULAR SECTION OF LOCATION OF ALL UTILITIES. THE OWNER SHOULD CONTACT THE
<br /> � o ;- PIPE AND PASS THE WSDOT STANDARD SPECIFICATION SECTION 7-04.3(4)D LOW PRESSURE PURVEYORS OF AL�UTILITIES IN THE AREA TO DETERMINE THE ; CHKD BY: MER
<br /> � U , � ADDITIONAL NOTES: AIR TEST FOR STORM SEWERS. LOCATION AND DEPTH OF ALL UT�LITIES ON AND ADJACENT TO TNE // DATE: 2/2/2017
<br /> w 5. ALL PIPE SHALL BE PLACED ON STABLE EARTH,OR IF IN THE OPINION OF THE INSPECTOR PROPERTY. pu SERVICES DATE
<br /> m � � THE EXISTING FOUNDATION IS UNSATISFACTORY,THEN IT SHALL BE EXCAVATED BELOW 13. GALVANIZED STEEL PIPE SHALL HAVE TYPE 1 ASPHALT COATING.ALUMINIZED PIPE DOES ` 1 6�2 O8
<br /> � � � ; � GRADE AND BACK-FILLED WITH A GRAVEL MATERIAL TO SUPPORT THE PIPE. NOT REQUIRE COATING. ��uNa�e EROSION pUBLIC WORKS
<br /> � m � DEPARTMENT
<br /> � � I � � 6. THE BACK FILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A 14. STORM WATER RETENTION/DETENTION FACILITIES,STORM DRAINAGE PIPE AND CATCH OVERHEAD UTILITY NOTE ' wAT� �
<br /> " `° ' ' LOOSE AVERAGE DEPTH OF 6" MAXIMUM DEPtH 8"-9",THOROUGHLY STAMPING EACH BASWS SHALL BE FLUSHED AND CLEANED PRIOR TO CITY OF EVERETT PUBLIC WORKS
<br /> � � �� LAYER.THESE COMPACTED LAYERS MUST EXTEND FOR ONE DIAME7ER ON EACH SIDE OF � vua�c wowcs PERMIT rs ,
<br /> � ACCEPTANCE. UTILITIES TO PROPOSED SUILDWGS TO BE UNOERGROUND ONLY. j �- REQUIRED PftIOR TO STARTEtdG
<br /> m r ', THE PIPE OR TO THE SIDE OF THE TRENCH.MATERIALS TO COMPLETE THIS FILL OVER PIPE �'�_� ANY conmeucnon o;� s�sas
<br /> °' `� ' ' ' SHALL BE THE SAME AS DESCRIBED.(REFER TQ WSDOT STANDARD SPECIFICATIONS 15. STORM CB 1 WILL SERVE AS THE COLLECTION POINT FOR ALL BUILDING FOOTING DRAINS. ��' VRO]ECT�u coroo�so��.LTP R
<br /> � � i 7-04.3(3)AND 2-03.2(14)C,METHOD B&C). Tp.a�=�c GURRENT CITY STAHDARDS AND
<br /> � � , , , ExP��s ur��.ess Know what"s below
<br /> � o I pERMIT FOR CONS'RUCTION NAS
<br /> � a � � � I 7. CATCH BASIN OFFSETS ARE MEASURED TO CENTER OF GRATE. cny�n�I;aEER BEEN ISSUE Call before you dig
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<br /> � � ! i THAN 22"x 34"ADJUST VERTICAL DATUM
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<br /> SCALE ACCORDINGLY NAVD88
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